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WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS

Yıl 2012, Cilt: 2 Sayı: 1, 1 - 6, 23.07.2016

Öz

Water has lots of adverse effects on pavement performance. In fact, moisture damage in asphalt pavements is global concern. Moisture damage can be defined as the loss of strength and durability in asphalt mixtures caused by the presence of water. Hence, it’s the need to correctly identify the problem and isolate issues of contributing factors like material variability and construction practices for a better understanding of water effect on pavement deterioration. This study has discussed some of major failure mechanisms associated with the presence of water. In addition this study has also summarized some of the widely used methodology for the evaluation of water susceptibility. It was found that the empirical nature of test methods and the inherent variability of the results are the two primary challenges that impede the reliable characterization and assessment of water effect on pavement deterioration

Kaynakça

  • Caro, S., Masad, E., Airey, G., Bhasin, A. and Little, D. (2008) “Probabilistic Analysis of Fracture in Asphalt Mixtures Caused by Moisture Damage” Transportation Research Record, Vol. 2057, pp. 28-36.
  • Cheng, D. Z., Little, D. N., Lytton, R. L. and J. C. Holste. (2001) “Surface Free Energy Measurement of Aggregates and Its Application on Adhesion and Moisture Damage of Asphalt-Aggregate System.” Proceedings of the 9th International Center for Aggregate Research Symposium, Austin, Texas.
  • Dawson A. R. and Hill A. R. (1998). “Prediction and implications of water regimes in granular bases and subbases.” Proceedings of the International Symposium on Sub-drainage in Roadway Pavements and Subgrades, Granada, Spain, pp. 121-128.
  • Elsayed, A. S. and Lindly, J. K. (1996) “Estimating Permeability of Untreated Roadway Bases.” Transportation Research Record, Vol. 1519, pp. 11-18.
  • Epps, J. A., Sebaaly, P.E., Penaranda, J., Maher, M. R., McCann, M. B. and Hand, A. J. (2000) “NCHRP Report444: Compatibility of a Test for Moisture-Induced Damage with Superpave Volumetric Mix Design.” TRB, National Research Council, Washington, D.C.
  • Hicks, R. G., Santucci, L. and Ashchenbrener, T. (2003) “Introduction and Seminar Objectives on MoistureSensitivity of Asphalt Pavements.” Transportation Research Board National Seminar. San Diego, California, pp.3-19.
  • Kandhal, P. S., Lynn, C. Y. and Parker, F. (1998) “Tests for Plastic Fines in Aggregates Related to Stripping in Asphalt Paving Mixtures” Journal of the Association of Asphalt Paving Technologists, Vol. 67.
  • Kiggundu, B. M., and Roberts, F. L. (1988) “The Success/Failure of Methods Used to Predict the StrippingPotential in the Performance of Bituminous Pavement Mixtures.” Submitted to Transportation Research Board.Little, D. N. and Jones IV, D. R, (2003) “Chemical and Mechanical Processes of Moisture Damage in Hot-MixAsphalt Pavements.” Transportation Research Board National Seminar. San Diego, California, pp. 37-70.
  • Lottman, R. P. (1982) “NCHRP Report 246: Predicting Moisture-Induced Damage to Asphaltic Concrete: Field Evaluation.” TRB, National Research Council, Washington, D.C . Majidzadeh, K., and Brovold, F. N. (1968) “Special Report 98: State of the
  • Art: Effect of Water on Bitumen–Aggregate Mixtures.” HRB, National Research Council, Washington, D.C.Martin, J. S. and Cooley Jr., L. A. (2003) “Production and Construction Issues for Moisture Sensitivity of HotMixAsphalt Pavements” Transportation Research Board National Seminar. San Diego, California, pp. 209-222.
  • Petersen, J. C. (2002) “Chemistry of Asphalt-Aggregate Interaction.” Moisture Damage Symposium, Laramie, Wyoming.
  • Shatnawi, S., Nagarajaiah, M. and Harvey, J. (1995) “Moisture Sensitivity Evaluation of Binder-AggregateMixtures.” Transportation Research Record, Vol. 1492, pp. 71–84.
  • Solaimanian, M., Harvey, J., Tahmoressi, M. and Tandon, V. (2003) “Test Methods to Predict MoistureSensitivity of Hot-Mix Asphalt Pavements.” Transportation Research Board National Seminar. San Diego, California, pp. 77-110.
  • Taylor, M. A., and Khosla, N. P. (1983) “Stripping of Asphalt Pavements: State of the Art.” TransportationResearch Record, Vol. 911, pp. 150–158.
  • Terrel, R. L., and Al-Swailmi, S. (1994) “Water Sensitivity of Asphalt–Aggregate Mixes: Test Selection.” SHRP
  • Report A-403. Strategic Highway Research Program, National Research Council, Washington, D.C.Youtcheff, J., and Aurilio, V. (1997) “Pneumatic Pull-Off Test.” 42nd Canadian Technical Asphalt Association Proceedings.
Yıl 2012, Cilt: 2 Sayı: 1, 1 - 6, 23.07.2016

Öz

Kaynakça

  • Caro, S., Masad, E., Airey, G., Bhasin, A. and Little, D. (2008) “Probabilistic Analysis of Fracture in Asphalt Mixtures Caused by Moisture Damage” Transportation Research Record, Vol. 2057, pp. 28-36.
  • Cheng, D. Z., Little, D. N., Lytton, R. L. and J. C. Holste. (2001) “Surface Free Energy Measurement of Aggregates and Its Application on Adhesion and Moisture Damage of Asphalt-Aggregate System.” Proceedings of the 9th International Center for Aggregate Research Symposium, Austin, Texas.
  • Dawson A. R. and Hill A. R. (1998). “Prediction and implications of water regimes in granular bases and subbases.” Proceedings of the International Symposium on Sub-drainage in Roadway Pavements and Subgrades, Granada, Spain, pp. 121-128.
  • Elsayed, A. S. and Lindly, J. K. (1996) “Estimating Permeability of Untreated Roadway Bases.” Transportation Research Record, Vol. 1519, pp. 11-18.
  • Epps, J. A., Sebaaly, P.E., Penaranda, J., Maher, M. R., McCann, M. B. and Hand, A. J. (2000) “NCHRP Report444: Compatibility of a Test for Moisture-Induced Damage with Superpave Volumetric Mix Design.” TRB, National Research Council, Washington, D.C.
  • Hicks, R. G., Santucci, L. and Ashchenbrener, T. (2003) “Introduction and Seminar Objectives on MoistureSensitivity of Asphalt Pavements.” Transportation Research Board National Seminar. San Diego, California, pp.3-19.
  • Kandhal, P. S., Lynn, C. Y. and Parker, F. (1998) “Tests for Plastic Fines in Aggregates Related to Stripping in Asphalt Paving Mixtures” Journal of the Association of Asphalt Paving Technologists, Vol. 67.
  • Kiggundu, B. M., and Roberts, F. L. (1988) “The Success/Failure of Methods Used to Predict the StrippingPotential in the Performance of Bituminous Pavement Mixtures.” Submitted to Transportation Research Board.Little, D. N. and Jones IV, D. R, (2003) “Chemical and Mechanical Processes of Moisture Damage in Hot-MixAsphalt Pavements.” Transportation Research Board National Seminar. San Diego, California, pp. 37-70.
  • Lottman, R. P. (1982) “NCHRP Report 246: Predicting Moisture-Induced Damage to Asphaltic Concrete: Field Evaluation.” TRB, National Research Council, Washington, D.C . Majidzadeh, K., and Brovold, F. N. (1968) “Special Report 98: State of the
  • Art: Effect of Water on Bitumen–Aggregate Mixtures.” HRB, National Research Council, Washington, D.C.Martin, J. S. and Cooley Jr., L. A. (2003) “Production and Construction Issues for Moisture Sensitivity of HotMixAsphalt Pavements” Transportation Research Board National Seminar. San Diego, California, pp. 209-222.
  • Petersen, J. C. (2002) “Chemistry of Asphalt-Aggregate Interaction.” Moisture Damage Symposium, Laramie, Wyoming.
  • Shatnawi, S., Nagarajaiah, M. and Harvey, J. (1995) “Moisture Sensitivity Evaluation of Binder-AggregateMixtures.” Transportation Research Record, Vol. 1492, pp. 71–84.
  • Solaimanian, M., Harvey, J., Tahmoressi, M. and Tandon, V. (2003) “Test Methods to Predict MoistureSensitivity of Hot-Mix Asphalt Pavements.” Transportation Research Board National Seminar. San Diego, California, pp. 77-110.
  • Taylor, M. A., and Khosla, N. P. (1983) “Stripping of Asphalt Pavements: State of the Art.” TransportationResearch Record, Vol. 911, pp. 150–158.
  • Terrel, R. L., and Al-Swailmi, S. (1994) “Water Sensitivity of Asphalt–Aggregate Mixes: Test Selection.” SHRP
  • Report A-403. Strategic Highway Research Program, National Research Council, Washington, D.C.Youtcheff, J., and Aurilio, V. (1997) “Pneumatic Pull-Off Test.” 42nd Canadian Technical Asphalt Association Proceedings.
Toplam 16 adet kaynakça vardır.

Ayrıntılar

Diğer ID JA56UF64DG
Bölüm Makaleler
Yazarlar

Altan Yılmaz Bu kişi benim

Şebnem Sargın Bu kişi benim

Yayımlanma Tarihi 23 Temmuz 2016
Yayımlandığı Sayı Yıl 2012 Cilt: 2 Sayı: 1

Kaynak Göster

APA Yılmaz, A., & Sargın, Ş. (2016). WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS. TOJSAT, 2(1), 1-6.
AMA Yılmaz A, Sargın Ş. WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS. TOJSAT. Temmuz 2016;2(1):1-6.
Chicago Yılmaz, Altan, ve Şebnem Sargın. “WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS”. TOJSAT 2, sy. 1 (Temmuz 2016): 1-6.
EndNote Yılmaz A, Sargın Ş (01 Temmuz 2016) WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS. TOJSAT 2 1 1–6.
IEEE A. Yılmaz ve Ş. Sargın, “WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS”, TOJSAT, c. 2, sy. 1, ss. 1–6, 2016.
ISNAD Yılmaz, Altan - Sargın, Şebnem. “WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS”. TOJSAT 2/1 (Temmuz 2016), 1-6.
JAMA Yılmaz A, Sargın Ş. WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS. TOJSAT. 2016;2:1–6.
MLA Yılmaz, Altan ve Şebnem Sargın. “WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS”. TOJSAT, c. 2, sy. 1, 2016, ss. 1-6.
Vancouver Yılmaz A, Sargın Ş. WATER EFFECT ON DETERIORATIONS OF ASPHALT PAVEMENTS. TOJSAT. 2016;2(1):1-6.